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OFFICE USE ONLY:
DATE FILED: PERMIT# L f S^ 3
REVISION FEE: 1r1 RECEIPT# 139
PLANNING&DEVELOPMENT SERVICES RECEIVED
BUILDING&CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652 JUN 0 6 2018
(772)462-1553
ST. Lucie County, Permitting
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
S.
�0" Pot/—P--(-4(0
F—
V-
DETAILED DESCRIPTION OF PROJECT
RE SIGNS: • r lhApACjI
FIX 40
CONTRACTOR INFORMATION:
STATE of FL REG./CERT.#: ST. LUCIE CO CERT. #:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): FAX:
OWNER/BUILDER INFORMATION:
NAME:
ADD S:
CITY: ✓(QiL STATE: ZIP: `
PHONE(DAYTIME: FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): FAX:
SLCCC: 9/23/09
Revised 06/30/17FILE COPYREVISION
Florida Building Code Online Page 1 of 3
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Procluct Approval Menu>PrpQuct or Aoolicatipn Search>Application List>Appliutlon Detell
FL# FL19715-R4 JUN Q 6 201$
Application Type Revision
Code Version 2017 ST, Lucie County, Permitting
Application Status Approved
Comments
Archived
Product Manufacturer Silver Line Building Products Corp.
Address/Phone/Email One Silverline Drive
North Brunswick,NJ 08
(651)264-4178
Nicholas.Kopp@anderse orp.
1,LE COPY
Authorized Signature Nicholas Kopp
Nicholas.Kopp@andersencorp.com
Technical Representative Jon Berrian
Address/Phone/Email One Silverline Drive
North Brunswick,NJ 08902
(732)435-1000
jonberrianCslbp.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Hermes F.Norero,P.E.
the Evaluation Report
Florida License PE-73778
Quality Assurance Entity Window and Door Manufacturers Association-QA
Quality Assurance Contract Expiration Date 12/31/2019
Validated By Locke Bowden P.E.
V Validation Checklist-Hardcopy Received
Certificate of Independence FL19715 R4 COI COI Silverline 55 2017-06-14.p_f
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2011
AAMA/WDMA/CSA 101/I.S.2/A440 2008
ASTM E1886 2005
ASTM E1996 2012
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=WGEVXQwtDgtvA`/`2bxmzk l hGufB... 6/5/2018
Florida Building Code Online Page 2 of 3
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 12/18/2017
Date Validated 12/18/2017
Date Pending FBC Approval 12/29/2017
Date Approved 02/13/2018
Summary of Products
FL# Model,Number or Name Description
19715.1 Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL19715 R4 II SWD002 SS 2017-12-15.Ddf
Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E.Florida P.E.73778
Impact Resistant:No Created by Independent Third Party: Yes
Design Pressure:N/A Evaluation Reports
Other:See Installations Instructions and Product FL19715 R4 AE PER5375 SS 2017-12-15.odf
Evaluation Report for design pressure tables and limitations Created by Independent Third Party: Yes
of use.
19715.2 Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL19715 R4 II SWO012 SS 2017-12-15.Ddf
Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero Florida P.E.73778
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See Installations Instructions and Product FL19715 R4 AE PER5376 SS 2017-12-15.Ddf
Evaluation Report for design pressure tables and limitations Created by Independent Third Party: Yes
of use.
19715.3 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL19715 R4 II SWD010 SS 2017-12-18.Ddf
Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero Florida P.E.73778
Impact Resistant:No Created by Independent Third Party: Yes
Design Pressure:N/A Evaluation Reports
Other:See Installations Instructions and Product FL19715 R4 AE PER4805 SS 2017-12-18.Ddf
Evaluation Report for design pressure tables and limitations Created by Independent Third Party: Yes
of use.
19715.4 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL19715 R4 II SWD011 SS 2017-12-18.Ddf
Approved for use outside HVHZ: Yes Verified By: Hermes F.Norero Florida P.E. 73778
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:See Installations Instructions and Product FL19715 R4 AE PER4806 SS 2017-12-18.Ddf
Evaluation Report for design pressure tables and limitations Created by Independent Third Party: Yes
of use.
Back Nert
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click here_.
Product Approval Accepts:
® ® __-
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=WGEVXQwtDgtvA%2bxmzk l hGufB... 6/5/2018
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Silver Line
SILVER LINE BUILDING PRODUCT
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FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS WIDTH HEIGHT PRESSURE
IMPACT RATING SHEET REVISION SHEET DESCRIPTION 1Fy
BEEN EVALUATED ACCORDING TO THE FOLLOWING: F d
• TAS 20234 52" 62.50" CIA +62.8/-65 PSF NON IMPAR 1 - GENERAL NOTES&GLAZING DETAIL REMARKS BY DATE
• ASTM E330-02
• AAMA/WOMA/CSA 101/I.S.2/A440-08/11 2 - ELEVATION&ANCHOR LAYOUTS ETH reC EDITION LM osi24112
2. ADEQUACY OF THE EXISTING STRUCTURAL 52" 73" O/X +55/-60 PSF NONIMPACT 3 - VERTICAL SECTIONS
CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING 4 - HORIZONTAL SECTIONS
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF HORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOTES&
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT S - REINFORCEMENT DETAILS
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE oK wir
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
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4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
GENERIC AND MAY NOT REFLECTACTUAL CONDITIONS FOR _
A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION i \ 7
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, \
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE \ -0 T T Q;
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN EXTERIOR / INTERIOR . U4 z
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APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR I �i�tCS•••'•••••••
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THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. eu�DNG DDROPPS.2_W
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COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED
OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN GLAZING DETAIL DATE: 12.11.17
e! CHAPTER 23.
B. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 DWG,BY: CHK.BY:
GLASS CHARTS.SEE SHEET 5 FOR GLAZING DETAILS. NOTE: L I H F N
ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SCALE: NTS
SAFETY GLAZING REQUIREMENTS OUTLINED IN
CURRENT FBDWG.#:C AND ASTM E 1300 GLASS LOAD S W DO 1O
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INSTALLATION NOTES: ANCHOR SCHEDULE _ ] _
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT MMT.EDGE
o DISTANCE ro . T T ? IY
% 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT WOOD:MIN.SG=0.55 NB 1 OOID SC tN HEAD .s• 0.7s �p�'•,.• P,.•��,4'
g INSTALLATION OF THE MAXIMUM SIZE LISTED. NAIe •.,,• ,,,.•
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 31/2 INCH THE DEPICTED LOCATION&SPACING IN THE LINO FIN METMIN.F-33KSI «B TEK SCREW PENETTRRAA� BEYOND 0.5V ����i�ss'/lONAl-
ANCHOR LAYOUT DETAILS(I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE HE41 AII!lt6,l�.c
TiT AL
INSTALLATION ANCHOR TO THE NEXT. Mc PAN HEAD IN1.5' 0.75' !p10P.E.ft,7 T
EXTERKMCHANNEL 300 E DANIDNM RAO7.A EAOI R aSJOOi
IN /3M
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE WOOD:MIN.SO=0.55 NIPE fD1T.OF AUINORU11011 Ma P570
3
3/8 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC [010 FLAT HEAD IN THE
# OR BETTER. NNMRIOR CIAMMlEL ts• 071FL#:
5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK 3 THREADS ANN F L19 715
010 PAN HEAD IN PENETRATION BEYOND 0.60'
VENEER,AND SIDING. EXTERIOR cwwNEL METAL DATE: 12.11.17
MINIS THROUGH FRAME METAL:78 GAUGE BHN.
6. INSTALLATION ANCHORS AND ASSOCIATED =33KSIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A 0IN FUO HEAD NJ THE 3 THREADS MIN DWG.
W LMS` "KHF N
CORROSION RESISTANT COATING. INTERIOR
CHANNEL PENETRATION BEvoNo 0.30'
METAL
7. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE 3176'ITW TAPCON SCALE: NTS
DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. CONCRETErc=3000PSl FLAT HEAD 1.25• 1.75•
DWG.#: S W D010
8. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, ONRY:CMU per AST 3I18•ITW TAPCON SHEET:
AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ceo MRJ.2000 PSI FLAT HEAD t.zs• tTs•
ANCHOR MANUFACTURER.
9. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK,USE FLAT HEAD ANCHORS.
OF 5 ooII